Making cement concrete maintenance platform and making equipment shed at dozer section workshop of NMUG to OC Mine under New Majri Sub Area of Majri Area.
Western Coalfields Limited · New Majri Sub Area, Maharashtra · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹15.3L
- EMD: ₹19K
- Published: 07 Nov 2026
- Closing date: 18 Nov 2026
- Status: open
- Status as of: 07 Nov 2026 23:19 UTC
- Office: Majri Area
Description
Civil works to construct a cement concrete maintenance platform and equipment shed at the dozer section workshop of NMUG to OC Mine, New Majri Sub Area. The BOQ includes earthwork, concrete pavement and foundations, reinforcement, structural steel, roofing, painting, and related dismantling work.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (21)
- 2 — Qty: 3 4
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil — Qty: 114.97 Cum
- Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift — Qty: 38.4 Cum
- Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. By Mix in Place Method For Grading-I Material — Qty: 43.57 Cum
- Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. — Qty: 23.65 Cum
- Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but including cost of steel in dowel bar and tie rods etc. Note The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design. — Qty: 29.94 Cum
- Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. — Qty: 1.3 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 10.64 Cum
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 16.05 Cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 1443.96 Kg
- Centering and shuttering including strutting, propping etc.and removal of form work for: Foundations, footings, bases for columns — Qty: 45.32 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 44.91 Sqm
- Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 2101.42 Kg
- Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece — Qty: 2.52 Sqm
- Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter — Qty: 8 Mtr
- Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. — Qty: 307.7 Sqm
- Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work — Qty: 230.34 Sqm
- Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet — Qty: 139.15 Sqm
- Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zincocoating 120gramsper sqm as per IS:277,in 240 mpa steel grade,5-7 micronsepoxy primer on both side of the sheet and polyester topcoat 15-18 microns.Sheet should have protection guaedfilm of 25 microns minimum to avoid scratches durin transportation and should be supplied in single length upto 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x5.5mm)with EPDM seal , complete upto any pitch in horizontal/vertical or curved surface , excluding the cost of purlines , rafters and trusses and including cutting to sixe and shape wherever required.(Labour rate ) — Qty: 139.15 Sqm
- Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats — Qty: 3760.31 Kg
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